초록

설계속도 140 km/h의 스마트하이웨이의 평면선형, 종단선형, 횡단구성요소에 대한 연구를 통하여 향후 스마트하이웨이의 기준을 정하는데 기초자료로 활용할 수 있는 지침 형태의 기하구조 기준 개발

Abstract ▼

Ⅱ. Purposes and Needs of Research and Development
◦ South Korea has 3,775 km Highway network since opend Kyong-in Highway((Ministry of Land, Transport and Maritime Affairs, 2010)
◦ Domestic highway design and construction of a level 100 km/h ∼ 120 km/h design speed of both.
◦ 2010, the worl

Ⅱ. Purposes and Needs of Research and Development
◦ South Korea has 3,775 km Highway network since opend Kyong-in Highway((Ministry of Land, Transport and Maritime Affairs, 2010)
◦ Domestic highway design and construction of a level 100 km/h ∼ 120 km/h design speed of both.
◦ 2010, the world's fifth largest automobile producer Lim Korea auto industry as 4.27 million.
◦ Performance of the car improved dramatically that ahead of the performance of the road.
◦ Increase needs of faster drive as 300 km / h high-speed rail and 100 km/h level national road construction.
◦ SMART Highway Project represent effort that change a system that corresponds to the future according to the national land structure change and social needs.
◦ Goal of SMART Highway Project
- Faster and more comfortable and more safe future road
- The world's best intelligent road that reflected advanced future technology.
- Environmentally friendly and sustainable human centered future road construction.
◦ In the present study try to provide a basis to standard of highway geometric design that more than 140 km/h design speed.
Ⅲ. Contents and Range of Research and Development
1. Developement of SMART Highway Geometric Design Guideline
◦ Survey national road technology trends and design quide.
◦ Review the domestic road standard hierarchy
◦ Review relevant standards of the overseas design speed 140 km/h
◦ Horizontal alignment, vertical alignment, cross section component study result analysis
◦ Developement of SMART Highway Geometric Design Guideline
2. Establish of design theory of the super highway alignment design ergonomic characteristics reflect
◦ Operating speed prediction at super highway curve section by site test.
◦ Calculation of lateral friction coefficient in 140km/h design speed.
◦ The slope and the lateral friction coefficient new distribution methods research
◦ measurement driver anxiety EEG by geometry and driving speed
◦ Calculate The maximum straight length for the Prevention of driver drowsiness
◦ Study on superelevation connection rate and transition curve in horizontal curves
◦ Apply a continuous curve in high speed
◦ Analysis of driver's sight in high speed by geometry
◦ Establish design factor for the vehicle slip and fall prevention(gale)
◦ Establish design factor for the vehicle slip and fall prevention(rainfall)
◦ Establish design factor for the vehicle slip and fall prevention(snow)
◦ calculate horizontal curve length by increasing design speed
◦ Measurement driver anxiety usnig simulation of driving oriented curve
◦ Minimum linear distance between the two curves
◦ Driver visibility day and night analysis
3. Study on vertical alignment component design application
◦ Application of vertical alignment component design research
◦ vertical alignment reference and theoretical study overseas
◦ vertical alignment research report and literature review
◦ Vertical grade critical length determined by the speed/distance slope
◦ Study on vertical grade application for maintain high speed
◦ uphill drive lane installation needs review
◦ Study on vertical curve application for maintain high speed
◦ Application of a alignment combination review
4. Establish direction for cross section and expected alternative
◦ Report and literature review for cross section component expected alternative
◦ Set up cross section component expected alternative
◦ Set up the consideration for lane width, median width, shoulder width, marginal stripe width
◦ Establish verification road-map for each cross section components
◦ Establish verification road-map for test items
◦ verification expected alternative for each cross section components
◦ Research application method of cross section for prevent slip accident
◦ present optimal cross section view in 140km/h design speed
Ⅳ. The plan to apply the result of research development
Developement of SMART Highway Geometric Design Guideline
◦ 5 year : Set basic compositon of SMART Highway Geometric Design Guideline
◦ 6 year : plan of development of SMART Highway Geometric Design Guideline
◦ 7 year : Development of SMART Highway Geometric Design Guideline and technical article for publicity
Establish of design theory of the super highway alignment design ergonomic characteristics reflect
◦ 5 year : 2 academic publication and 2 non-SCI thesis, a number of theoretical and experimental reports
◦ 6 year : 2 academic publication and 1 non-SCI thesis and 1 SCI thesis, a number of theoretical and experimental reports
◦ 7 year : 2 academic publication and 1 non-SCI thesis and 1 SCI thesis, a number of theoretical and experimental reports
Study on vertical alignment component design application
◦ 5 year : Set basic component of vertical alignment design, a number of theoretical and experimental reports
◦ 6 year : 1 non-SCI thesis and a number of theoretical and experimental reports
◦ 7 year : 1 non-SCI thesis and a number of theoretical and experimental reports
Establish direction for cross section and expected alternative
◦ 5 year : 3 academic publication and a number of theoretical and experimental reports
◦ 6 year : 2 academic publication and 1 SCI thesis, a number of theoretical and experimental reports
◦ 7 year : 1 academic publication and 1 non-SCI thesis and a number of theoretical and experimental reports

목차 Contents

• 표지 ... 1
• 제 출 문 ... 2
• 보고서 요약서 ... 5
• 요 약 문 ... 6
• SUMMARY ... 12
• CONTENTS ... 16
• 목차 ... 17
• 표 차례 ... 19
• 그림 차례 ... 26
• 수식 차례 ... 32
• 제 1 장 연구개발과제 개요 ... 35
• 제 1 절 연구개발의 목적 및 필요성 ... 35
• 1. 연구개발의 배경 ... 35
• 2. 연구개발의 목적 및 필요성 ... 36
• 제 2 절 연구개발의 정의, 범위, 특징 ... 38
• 1. 연구개발의 정의 ... 38
• 2. 연구개발의 범위 및 특징 ... 38
• 제 3 절 국내외 기술개발 현황 ... 39
• 1. 국내 기술 및 시장 동향 ... 39
• 2. 해외기술동향 ... 79
• 제 2 장 연구개발 수행 내용 및 결과 ... 127
• 제 1 절 연구수행 전략 및 방법론 ... 127
• 1. 연구수행 추진체계 ... 127
• 제 2 절 연구수행과정 및 내용(이론적, 실험적) ... 128
• 1. SMART Highway 구조시설기준 해설 및 지침서(안) 개발 ... 128
• 2. 인간공학적 특성을 반영한 초고속도로의 평면선형 설계이론 정립 ... 129
• 3. 종단선형 구성요소 설계 적용방안 연구 ... 131
• 4. 횡단요소 설정의 기본방향 수립 및 예상대안 마련 ... 133
• 제 3 절 연구수행결과 및 결과의 검증 방법 등 ... 135
• 1. SMART Highway 구조 시설 기준 해설 및 지침서(안) 개발 ... 135
• 2. 인간공학적 특성을 반영한 초고속도로의 평면선형 설계 이론의 정립 ... 166
• 3. 종단선형 구성요소 설계 적용방안 연구 ... 337
• 4. 적정 횡단선형 요소 선정 및 적용 가능한 기준 수립 ... 413
• 제 3 장 최종 연구성과 및 적용실적 ... 476
• 제 1 절 연구성과 ... 476
• 1. 스마트하이웨이 기하구조 기본연구 결과 ... 476
• 2. 핵심요소기술(Critical Technology Elements)별 성과물 ... 485
• 3. 주요 연구성과 ... 485
• 4. 기술 실시 및 적용사례 ... 487
• 5. 기술개발 성과의 국내외 시장 전망 ... 487
• 제 4 장 연구목표 달성 및 효과 ... 489
• 제 1 절 연구개발 최종목표 달성도 ... 489
• 1. 설과 질적 목표 대비 달성도 ... 489
• 2. 성과 양적 목표 대비 달성도 ... 492
• 제 2 절 연구개발 성과의 기술적 효과분석 ... 493
• 1. 설계속도 140 km/h에서의 기하구조 설계이론 정립 ... 493
• 2. 설계속도 상향에 따른 기하구조 구성요소 적용방안에 관한 연구 ... 493
• 3. 해외 초고속 도로 설계 사례 및 국내외 관련 문헌 검토를 통한 관련 설계이론 검토 ... 493
• 4. 횡단요소 설정의 기본방향 수립 및 예상대안 마련 ... 494
• 제 3 절 연구개발 성과의 경제적 효과분석 ... 495
• 1. 경제·산업적 측면 ... 495
• 제 4 절 연구개발 성과의 정책적 효과분석 ... 496
• 제 5 장 연구성과의 활용 및 추가연구 필요성 ... 497
• 제 1 절 연구성과 향후 활용방안 ... 497
• 1. SMART Highway 구조 시설기준 해설 및 지침서(안) 개발 ... 497
• 2. 인간공학적 특성을 반영한 초고속도로의 평면선형 설계이론의 정립 ... 497
• 3. 종단선형 구성요소 설계 적용방안 연구 ... 502
• 4. 횡단요소 설정의 기본방향 수립 및 예상대안 마련 ... 502
• 제 2 절 추가연구 필요성 ... 502
• 1. 설계자문 결과 ... 502
• 참고문헌 ... 505
• 끝페이지 ... 512